JPH051408A - Water stopping material and water stopping method - Google Patents

Water stopping material and water stopping method

Info

Publication number
JPH051408A
JPH051408A JP3177577A JP17757791A JPH051408A JP H051408 A JPH051408 A JP H051408A JP 3177577 A JP3177577 A JP 3177577A JP 17757791 A JP17757791 A JP 17757791A JP H051408 A JPH051408 A JP H051408A
Authority
JP
Japan
Prior art keywords
water
stopping
waterproofing
water stopping
agent
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP3177577A
Other languages
Japanese (ja)
Inventor
Makoto Otaguro
誠 太田黒
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Daiwabo Create Co Ltd
Original Assignee
Daiwabo Create Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Daiwabo Create Co Ltd filed Critical Daiwabo Create Co Ltd
Priority to JP3177577A priority Critical patent/JPH051408A/en
Publication of JPH051408A publication Critical patent/JPH051408A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To provide a water stopping material capable of improving workability for stopping water, preventing a water stopping agent from flowing to a foundation, and maintaining a long-term water stopping effect. CONSTITUTION:Water permeable sheet materials 5a and 5b are pasted to the front and reverse sides of a bulky and long network mat 2 formed with synthetic polymer continuous filaments 21b having a diameter of between 0.5mm and 1.5mm. Also, the gaps of the mat 2 are lamellarly filled with a water stopping agent 7 for sealing. Furthermore, at least one of the sheet materials 5a and 5b is extended from a both-end bonded section externally to form a water stopping material 1 having a jointing lug section 11. In executing a construction work for water stopping, the lug section 11 is overlaid on the side edge of an adjacent water stopping material 1, and the overlaid section is filled with a water stopping agent 7A, thereby preventing water leakage at the joint section of the water stopping materials 1 and 1.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、池や河川の底部や傾斜
面あるいは護岸部分等における止水、または廃棄物等の
遮蔽を図るために施工する止水材および止水施工法に関
するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a water-stopping material and a water-stopping construction method for stopping water at a bottom or slope of a pond or a river, a revetment, etc., or for shielding wastes. is there.

【0002】[0002]

【従来の技術】従来、土木分野においては、溜め池、公
園の池あるいはゴルフ場のハザード等の人工池や産業廃
棄物の処理場を作る工事が多くなり、それに伴って的確
な止水材および止水施工法が望まれている。
2. Description of the Related Art Conventionally, in the field of civil engineering, a lot of construction work has been carried out to construct an artificial pond such as a reservoir pond, a park pond or a golf course hazard and an industrial waste treatment plant. A still water construction method is desired.

【0003】従来止水材として、例えば米国特許明細書
第3186896号に記載されているように、一定間隔
をもって対向配置された板状シートと波状シートを連結
していわゆる両面ダンボールを形成し、この板状シート
と波状シートとの間に形成された空隙にベントナイトを
充填してなる構造のものが広く使用されている。
As a conventional waterproof material, as described in, for example, US Pat. No. 3,186,896, a so-called double-sided cardboard is formed by connecting plate-like sheets and corrugated sheets, which are arranged to face each other at a constant interval. A structure having a structure in which a void formed between a plate-shaped sheet and a corrugated sheet is filled with bentonite is widely used.

【0004】また、上下2枚の不織布を使用し、城面の
不織布と下面の不織布の間にベントナイトを充填し、ニ
ードルパンチングによりサンドイッチ状にベントナイト
を介装したシート状のもの、あるいは不透水シートの裏
面に粒状に加工したベントナイトを接着剤で接着した止
水材も提供されている。そしてこれらの止水材を池や河
川の底部や傾斜面あるいは護岸部分等に敷設すると、ベ
ントナイトが水と接触刷ることんより膨潤してゲル状と
なり、これが永久的な防水性を発揮し、池や河川からの
水が地下に浸透して流出するのを防止する効果を発揮す
る。
Further, two sheets of upper and lower non-woven fabrics are used, bentonite is filled between the non-woven fabric on the castle surface and the non-woven fabric on the lower surface, and the sheet is formed by interposing bentonite in a sandwich by needle punching, or an impermeable sheet. There is also provided a waterproofing material in which bentonite processed into a granular shape is adhered to the back surface of with an adhesive. When these waterproofing materials are laid on the bottom or slopes of rivers or rivers, or on revetments, bentonite swells and forms a gel rather than contacting with water, which provides permanent waterproofness. It has the effect of preventing water from rivers and rivers from penetrating and flowing out underground.

【0005】また止水工法にあっては、刃金土と呼ばれ
る粒形の揃った細かい粘土を用い、この粘土を地底や産
業廃棄物処理場などの底部に30〜50cm程度客土し、
転圧して土の粒子間の間隙を小さくして止水層を作ると
いういわゆる不透水性の粘土層を地盤上に構築するとい
う施工法が古くから汎用されていたが、刃金土がどこに
でも存在するものでなく、従って遠方より大量に運ぶな
どの経済上の問題や、運搬時における粉塵公害の問題が
あった。
In the water stopping method, fine clay with a uniform grain shape called blade metal soil is used, and this clay is deposited on the bottom of an underground or industrial waste treatment plant for about 30 to 50 cm.
The construction method of constructing a so-called impermeable clay layer on the ground by rolling to reduce the gaps between soil particles to create a waterproof layer has been widely used for a long time, but blade metal soil can be used everywhere. It does not exist, so there were economic problems such as carrying large quantities from a distance, and dust pollution problems during transportation.

【0006】この問題点に対して昨今においては、各種
の止水剤を利用した止水施工法が提案され、採用されて
いる。なかでもモンリロナイト系粘土鉱物の一種である
ベントナイトを利用した止水施工法が好んで用いられて
いる。例えば、板状シートと波状シートを連結し、いわ
ゆる両面ダンボールを形成し、前記板状シートと波状シ
ートとの間に形成された空隙にベントナイトを充填した
ものが提案されている。
With respect to this problem, recently, a water-stopping construction method utilizing various water-stopping agents has been proposed and adopted. Above all, a water-stopping construction method using bentonite, which is a type of monrilonite-based clay mineral, is preferred. For example, it has been proposed that a plate-shaped sheet and a corrugated sheet are connected to each other to form a so-called double-sided cardboard, and a void formed between the plate-shaped sheet and the corrugated sheet is filled with bentonite.

【0007】[0007]

【発明が解決すべき課題】しかしながら前記のダンボー
ル状のものにベントナイトを充填した止水材は、ダンボ
ールの空隙にベントナイトが充填されるので単位面積当
たりの重量が重くなり、長尺にすると折れて破損したり
することから、一辺の長さが50cm位の小片のものしか
製造出来ない。したがつて敷設に際しては小片のものを
敷き並べて展開することになり、敷設に多くの時間を要
して労務費が嵩むことになる。
However, the water-stopping material obtained by filling bentonite in the above-mentioned corrugated cardboard has a large weight per unit area because bentonite is filled in the voids of the corrugated cardboard, and it breaks when elongated. Since it will be damaged, only small pieces with a side length of about 50 cm can be manufactured. Therefore, when laying, small pieces are laid down and deployed, which requires a lot of time for laying and labor costs increase.

【0008】また、ベントナイトを不織布間にサンドイ
ッチ状に介装した止水材が提案されているが、この止水
材の多くはニードルパンチング手段により製造されるも
のであり、ベントナイト粉塵による作業環境の悪化は避
けられず、また価格的にも高価なものとなる。また、不
透水シートにベントナイトを貼着した止水材が提案され
ているが、上記同様に止水材の製造加工時にベントナイ
ト粉塵による作業環境の悪化の問題があり、また比較的
強度が小さいため施工する時に油圧ショベルなどで区画
内に土砂を投入すると止水材が破れるという事態がしば
しば生じ、止水材が少しでも破損すると止水機能が損な
われることになる。
Further, a water-stopping material in which bentonite is sandwiched between nonwoven fabrics has been proposed, but most of these water-stopping materials are manufactured by needle punching means, and the work environment is affected by bentonite dust. Deterioration is inevitable, and it becomes expensive in price. Further, a waterproofing material in which bentonite is adhered to a water impermeable sheet has been proposed, but similarly to the above, there is a problem of deterioration of working environment due to bentonite dust during manufacturing and processing of the waterproofing material, and also because of relatively small strength. When the earth and sand are thrown into the compartment with a hydraulic excavator at the time of construction, the water blocking material often breaks, and even if the water blocking material is damaged even a little, the water blocking function will be impaired.

【0009】本発明は上記問題点や不都合を解決した止
水材および止水施工法を提供するものである。
The present invention provides a water-stopping material and a water-stopping construction method which solve the above problems and inconveniences.

【0010】[0010]

【発明が解決するための手段】上記課題を解決するため
に本発明による止水材は、直径0.5〜1.5mmの多数
の合成重合体連続線条により形成された空隙率の大きい
嵩高な立体網状マットの表裏に通水性のシート状物を貼
り合わせ、その網状マットの空隙内に止水剤が充填、封
止して表裏のシート状物をその両端部分において接着
し、さらに少なくとも表裏一方のシート状部を上記両端
接着部から外側に延出して接合用の耳部を設けてなる。
In order to solve the above-mentioned problems, the water-stopping material according to the present invention is a bulky material having a large porosity formed by a large number of synthetic polymer continuous filaments having a diameter of 0.5 to 1.5 mm. A water-permeable sheet-like material is pasted on the front and back of the three-dimensional mesh mat, and the water-blocking agent is filled in the voids of the mesh and sealed, and the sheet-like material on the front and back is adhered at both ends. One sheet-like portion is extended outward from the above-mentioned both-ends adhesive portion to provide an ear portion for joining.

【0011】また本発明の止水施工法にあっては、止水
地盤を整地したのちその地盤を締め固め、その上に、両
縁に接合用耳部が延出され内部に止水剤が充填されてい
る長尺帯状の止水材を敷設し、その止水材の端縁部と耳
部の上に止水剤を散布し、これと隣接敷設する次の止水
材の耳部と端縁とを散布した止水剤の上に順次重ね合わ
せて地盤上に止水材による止水層を形成し、しかるのち
上記止水材層の上に覆土層を形成することを特徴として
いるものであって、この止水施工法には上記した本発明
の止水材が好ましく適用できる。
In the water-stopping construction method of the present invention, the water-stopping ground is leveled, and then the ground is compacted. Laying a filled long strip of waterproofing material, spraying the waterproofing agent on the edges and ears of the waterproofing material, and with the ears of the next waterproofing material to be laid adjacent to this It is characterized in that the edge and the water-stopping agent that has been sprayed are sequentially superposed to form a water-stopping layer made of a water-stopping material on the ground, and then a cover layer is formed on the water-stopping material layer. The water-stopping material of the present invention described above can be preferably applied to this water-stopping construction method.

【0012】上記本発明の止水材の立体網状マットを形
成する重合体としては、ポリプロピレン、ポリエチレ
ン、ポリアミド、ポリエステル等の熱可塑性合成重合体
の単独溶融物または2種以上の複合溶融物が適用できる
が、製造コストの面を考慮した場合には比較的融点の低
いポリプロピレン、ポリエチレンが好都合である。そし
てこの立体網状マットは、具体的には、直径が0.5〜
1.5mmの上記合成重合体の連続線条の多数が相互に交
差しながら水平方向および厚み方向に不規則に屈曲して
山部と谷部を形成しながら一方から他方に延び、各交差
点において相互に接着されて形成された構造をなし、厚
さが3〜20mmであり、70〜99%程度の高い空隙率
を有しながら土圧に対する圧縮強度を保有している。空
隙率が70%未満では、合成重合体連続線条の絡みが大
きくなり過ぎて止水剤が十分均等に充填されにくくなっ
て止水性能の低下を招き、99%より高くなると止水剤
の拘束が不充分となるとともに圧縮強度が低下する。
As the polymer for forming the three-dimensional reticulated mat of the water blocking material of the present invention, a single melt or a composite melt of two or more kinds of thermoplastic synthetic polymers such as polypropylene, polyethylene, polyamide and polyester is applied. However, polypropylene and polyethylene having a relatively low melting point are preferable in view of manufacturing cost. And this three-dimensional reticulated mat has a diameter of 0.5-
A large number of continuous filaments of the above-mentioned synthetic polymer having a length of 1.5 mm are irregularly bent in the horizontal direction and the thickness direction while intersecting with each other to form peaks and troughs, and extend from one to the other at each intersection. It has a structure formed by being adhered to each other, has a thickness of 3 to 20 mm, and has a compressive strength against earth pressure while having a high porosity of about 70 to 99%. If the porosity is less than 70%, the entanglement of the continuous lines of the synthetic polymer becomes too large, and it becomes difficult to fill the water blocking agent in a sufficiently even manner, leading to a reduction in water blocking performance. The restraint becomes insufficient and the compressive strength decreases.

【0013】上記網状マットの表裏にシート状物を貼り
合わせる手段としては、接着剤を使用してもよいが、網
状マットを形成している合成重合体連続線条の接着力を
利用するとよい。例えば網状マットの形成直後、合成重
合体連続線条が未だ固化しないうちにシート状物を網状
マットに押圧し、さらに両端部分の接合用連続線条部に
おいて幅10〜30mmに亘りシート状物を連続線条に向
かって強く加圧し、長手方向に帯状に接着するとよい。
An adhesive may be used as a means for attaching the sheet-like material to the front and back of the mesh mat, but the adhesive force of the synthetic polymer continuous filaments forming the mesh mat may be used. For example, immediately after the formation of the reticulated mat, the sheet-like material is pressed against the reticulated mat before the synthetic polymer continuous filaments are still solidified, and the sheet-shaped material is spread over the width of 10 to 30 mm in the continuous filamentary portions for joining at both ends. It is advisable to pressurize strongly toward the continuous filaments and bond them in a strip shape in the longitudinal direction.

【0014】網状マットの周面に貼付するシート状物と
しては、目付が50〜500g/m2、繊維密度が0.03
〜0.15g/cm3 の通水性のシートが適用され、不織布
の場合は目付が少なく、しかも抗張力の大きいスパンボ
ンド不織布が好適であるが、ニードルパンチング不織布
または合成重合体の長繊維や割布あるいは粗目織物等で
補強したニードルパンチング不織布も適用できる。また
その他ヘッシャンクロスやバルキータイプの織物等、織
密度が緻密な通水性のシート状物を用いてもよい。そし
て両端接着部から外側に延出される施工時の接合用の耳
部の幅寸法は、5〜30cm 程度がよい。
The sheet-like material to be attached to the peripheral surface of the mesh mat has a basis weight of 50 to 500 g / m 2 and a fiber density of 0.03.
A water-permeable sheet of ~ 0.15 g / cm 3 is applied, and in the case of a non-woven fabric, a spunbonded non-woven fabric with a small basis weight and a large tensile strength is suitable, but a needle punched non-woven fabric or a synthetic polymer long fiber or split cloth is suitable. Alternatively, a needle punching non-woven fabric reinforced with a coarse woven fabric or the like can also be applied. In addition, a water-permeable sheet-like material having a dense weaving density such as a hessian cloth or a bulky type fabric may be used. The width of the joint-use ears that are extended outward from the both-end-bonded portion during construction is preferably about 5 to 30 cm.

【0015】また、止水剤としては、既存の有機質ポリ
マーあるいは無機質材を主成分とするものであれば特に
限定を要するものではない。例えば有機質ポリマーとし
ては、ポリアクリル酸塩類やポリビニルアルコール、ポ
リアクリロニトリル、ポリ酢酸ビニルあるいはCMC等
が使用できる。無機質の止水剤としては、例えばモンモ
リロナイト属のベントナイト、パラデライト、ノンテト
ロナイト、サボナイト、ヘクトライトやホルマイト属の
アタパルジャイト、セピオライトなどの粘土鉱物の天然
品や合成品が使用できる。
Further, the water blocking agent is not particularly limited as long as it has an existing organic polymer or inorganic material as a main component. For example, polyacrylic acid salts, polyvinyl alcohol, polyacrylonitrile, polyvinyl acetate, CMC and the like can be used as the organic polymer. As the inorganic water blocking agent, for example, natural or synthetic products of clay minerals such as bentonite of the montmorillonite genus, paradellite, nontetronite, savonite, hectorite or attapulgite of the genus holmite, and sepiolite can be used.

【0016】また、止水剤の性状についても格別限定を
要せず、粉体、粒体、粉粒体、粘性体等のいずれも適用
できる。これらの止水剤のうち粉体、粒体、粉粒体のも
のにあっては止水剤の性能に影響しないバインダーを利
用して粘着性の向上をはかることもできる。また止水剤
は、空隙率の大きい嵩高な網状マットの周面にシート状
物を貼り合わせ、その網状マットの空隙内へ止水剤を充
填、封止するものであり、止水効果の点からみてシート
状物の構造内部へも止水剤が侵入し分散していることが
より望ましく、したがって止水剤の粒度は200〜35
0メッシュが好適である。かくして出来た止水材を展開
敷設することにより十分な止水効果が確保できる。そし
て敷設する際、隣接するそれぞれの止水材の端部を上記
耳部でもって被覆し、その被覆時に耳部と止水材との間
に止水剤を散布充填することにより、止水材間の止水を
行うことができ、また止水材を交互に表裏反転して敷設
して接合部間に止水剤を散布充填すればより効果的な止
水が達成することができる。
The property of the water blocking agent is not particularly limited, and any of powder, granules, powder granules, viscous body and the like can be applied. Among these water blocking agents, in the case of powders, granules, and powdery particles, it is possible to improve the tackiness by using a binder that does not affect the performance of the water blocking agent. The water-stopping agent is a sheet-like material attached to the peripheral surface of a bulky reticulated mat having a large porosity, and the water-stopping agent is filled and sealed in the voids of the reticulated mat. It is more desirable that the waterproofing agent penetrates and is dispersed inside the structure of the sheet-like material, so that the particle size of the waterproofing agent is 200 to 35.
0 mesh is preferred. Sufficient water blocking effect can be secured by deploying and laying the water blocking material thus created. Then, when laying, the ends of the adjacent water-stopping materials are covered with the above-mentioned ears, and the water-stopping material is sprayed and filled between the ears and the water-stopping material at the time of the covering, thereby Water can be stopped between them, and more effective water blocking can be achieved by alternately laying the water blocking material and laying it upside down and spraying and filling the water blocking agent between the joints.

【0017】[0017]

【作用】本発明の止水材を池や河川の底部や傾斜面ある
いは護岸部分等に敷設すると、空隙率の大きい嵩高な網
状マットの表裏通水性のにシート状物が貼り合わされて
その網状マットの空隙内に止水剤が充填、封止されてい
るから、止水層全体が網状マットの空隙の枠の中に拘束
された状態を維持し、止水剤の偏重がなく、含水によつ
て全面に亘って均等な止水層を形成する。また、網状体
と止水剤とが互いに強度面で補完しあって相乗的に止水
層の強度を高める。そしてこの止水材を、例えば各列ご
とに上面および下面を交互に敷設して耳部を隣接する止
水材の端部に重ねて接合し、その接合部内に止水剤を散
布充填することにより万全の止水効果が得られる。そし
て該止水材の敷設後に油圧ショベルやブルドーザーによ
って覆土しても網状マットとシート状物が止水層の破壊
や変形を防止し、またシート状物により止水剤の地盤へ
の逸泥を防止して長期間の止水作用を持続確保する。そ
の上軟弱地盤に対しても地盤沈下防止の働きをする。
When the water-stopping material of the present invention is laid on the bottom or slope of a pond or river, or on a revetment, etc., a sheet-like material is pasted on the front and back of a bulky mesh mat having a large porosity and the mesh mat is formed. Since the water-stopping agent is filled and sealed in the voids, the entire water-stopping layer remains in the state of being constrained within the frame of the voids of the reticulated mat, there is no bias of the water-stopping agent, and the water-stopping agent does not get wet. Then, a uniform water blocking layer is formed over the entire surface. Further, the net-like body and the water blocking agent complement each other in terms of strength to synergistically increase the strength of the water blocking layer. Then, for example, by laying the upper surface and the lower surface alternately for each row, the ears are overlapped and joined to the ends of the adjacent waterproof material, and the waterproof agent is sprinkled and filled into the bonded portions. As a result, a perfect waterproof effect can be obtained. Even after covering the soil with a hydraulic excavator or a bulldozer after laying the waterproof material, the mesh mat and sheet prevent the breakage and deformation of the waterproof layer, and the sheet prevents the waterproof agent from leaking to the ground. Prevent and secure long-term water-stopping action. In addition, it works to prevent subsidence even on soft ground.

【0018】[0018]

【実施例】図1は本発明の止水材を例示した一部破断斜
視図そして図2はその止水材の幅方向の断面図を示して
いる。図において(1) は止水材、(2)は網状マット、(3)は
端部の接合用線条部、(4)は網状マット(2) の上に形成さ
れた網状ベース、(5a) および(5b)はシート状物、(6)は両
端部の封止接合部、 そして(7) は止水剤である。
DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 is a partially cutaway perspective view illustrating a water blocking material of the present invention, and FIG. 2 is a sectional view in the width direction of the water blocking material. In the figure, (1) is a waterproof material, (2) is a mesh mat, (3) is a wire part for joining the ends, (4) is a mesh base formed on the mesh mat (2), and (5a ) And (5b) are sheet-like materials, (6) is a sealing joint at both ends, and (7) is a water blocking agent.

【0019】網状マット(2) は、直径約0.6mmの多数
の合成重合体連続線条(21a) がそれぞれ不規則に屈曲
し、相互に交差し、それぞれの交差点において接着され
て長手方向に延びる空隙率89%、見掛けの厚さが10
mmの立体網状物で形成され、また接合用線条部(3) も網
状マット(2) の両端部分に上記合成重合体連続線条(21
a) により形成されている。接合用線条部(3) の見掛け
の幅は約15mmであり、この接合用線条部(3) と上記網
状マット(2) の一方の面に通水性シート状物(5b)とし
て、目付が200g/m2、繊維密度が0.06g/cm3 、見
掛け厚さが3mmのポリエステル繊維のニードルパンチン
グ不織布が貼り合わされている。そして止水剤(7) とし
てベントナイトが該網状マット(2) の空隙内へ充填さ
れ、その充填量が3.5kg/m2 であり、厚さが約6mmの
止水剤層を形成している。
The reticulated mat (2) has a large number of synthetic polymer continuous filaments (21a) each having a diameter of about 0.6 mm bent irregularly, intersects with each other, and is adhered at each intersection to be longitudinally bonded. Expanded porosity 89%, apparent thickness 10
mm, and the connecting filaments (3) also have the above-mentioned synthetic polymer continuous filaments (21) on both ends of the mesh mat (2).
a). The apparent width of the joining linear portion (3) is about 15 mm, and one side of the joining linear portion (3) and the mesh mat (2) has a basis weight as a water-permeable sheet material (5b). Of 200 g / m 2 , a fiber density of 0.06 g / cm 3 , and an apparent thickness of 3 mm are needle-punched non-woven fabric of polyester fiber. Bentonite as a water blocking agent (7) is filled in the voids of the reticulated mat (2), and the filling amount is 3.5 kg / m 2 , and a water blocking agent layer having a thickness of about 6 mm is formed. There is.

【0020】更に上記網状マット(2) の他方の面に連続
線条(21b) によって網状ベース(4)が接合され、この網
状ベース(4) の自由面に通水性のシート状物(5a)とし
て、目付が200g/m2、繊維密度が0.06g/cm3 のポ
リエステル繊維のニードルパンチング不織布) が貼り合
わされていて止水剤(7) は上下のシート状物(5a)(5b)の
間に封止されている。上記シート状物(5a)および(5b)は
と連続線条(21a) および(21a) の突状山部(22)において
スポット的に接着(8) され、また接合用線条部(3) にお
いては、その部分の連続線条にシート状物(5a)(5b)が強
く押圧されて実質的に線状に接着(9) されていて、止水
材(1) の両端部の封止接合部(6) が形成されている。こ
の両端部の封止接合部(6)(6)の接着力を高めたい場合
は、接合用線条部(3) の線条(21a)(21b)の密度を高くす
るとよい。
Further, the reticulated base (4) is joined to the other surface of the reticulated mat (2) by the continuous filaments (21b), and the water-permeable sheet-like material (5a) is attached to the free surface of the reticulated base (4). As a needle-punched non-woven fabric of polyester fiber having a basis weight of 200 g / m 2 and a fiber density of 0.06 g / cm 3 ), the waterproofing agent (7) is attached to the upper and lower sheet-like materials (5a) (5b). It is sealed in between. The above-mentioned sheet-like materials (5a) and (5b) are spot-bonded (8) to the projecting ridges (22) of the continuous filaments (21a) and (21a), and also the joining filaments (3). In this case, the sheet-like materials (5a) and (5b) are strongly pressed against the continuous filaments in that part and adhered in a substantially linear manner (9), and both ends of the waterproofing material (1) are sealed. A joint (6) is formed. If it is desired to increase the adhesive strength of the sealing joints (6) (6) at both ends, it is preferable to increase the density of the filaments (21a) (21b) of the joint filament (3).

【0021】本発明の止水材(1) は、図3、図4、図5
に略示した装置を用いることによって能率よく製造する
ことができる。即ち、ポリプロピレン樹脂溶融物を孔径
が0.6mmの多数の紡糸孔(30)を列設した2個の紡糸口
金(31)(32)より連続線条(21a)(21b)として紡出し、一方
の口金(31)の下方において図4に示したように格子状の
溝孔(33)と封止部となる平面部(34)とを備える搬送体(3
5)を上記連続線条(21a) の落下速度よりも遅い速度で矢
印方向に移動させ、この搬送体(35)上に連続線条(21a)
(21b)群を紡出し自然落下させて個々の連続線条(21a)(2
1b)に不規則なループを描かしめながら搬送体(35)上に
集積する。そしてその集積時に線条(21a)(21a)相互をそ
の交差点において自己融着せしめるとともに、集積され
た線条(21a)(21a)が固化せざる間に、上記シート状物(5
b)を集積線条(21a)(21a)上で段付きローラ(36)で加圧し
ながら供給して線条(21a)(21a)群により形成された網状
マット(2) および接合用線条部(3) の一方の面に接着さ
せ、続いてこの成形物を反転させて次の段付きローラ(3
7)へ誘導して位置修正をしたのち止水剤供給装置(70)か
ら止水剤(7) のベントナイトを落下させ、網状マット
(2) の空隙内へ充填し、更に他方の紡糸口金(32)の下方
において段付きローラ(38)で位置規制をしながら誘導
し、網状マット(2) および接合用線条部(3) の上に紡糸
口金(32)から紡出された線条(21b)(21b)を落下させて網
状ベース(4) と接合用線条部(3) を形成するとともに、
上記と同様にこの線条(21b)(21b)が固化せざる間に、新
たに両側の接合用線条部(3) 間の寸法よりも約10cm程
外側に延出する幅寸法を有するシート状物(5a)を網状ベ
ース(2) と接合用線条部(3) に向かって段付きローラ(3
9)と平滑ローラ(40)で加圧しながら供給して該紡糸口金
(36)から紡出した線条(21b)(21b)の接着力によって網状
ベース(2) の上面および接合用線条部(3) にこのシート
状物(5a)を接着することによって、接合用の耳部(11)(1
1)を備えた止水材を連続して得ることができる。
The water blocking material (1) of the present invention is shown in FIGS.
It can be efficiently manufactured by using the apparatus schematically shown in FIG. That is, a polypropylene resin melt is spun out as continuous filaments (21a) (21b) from two spinnerets (31) (32) in which a large number of spinning holes (30) having a hole diameter of 0.6 mm are arranged. As shown in FIG. 4, below the mouthpiece (31) of the carrier, there is provided a carrier (3
5) is moved in the direction of the arrow at a speed slower than the falling speed of the continuous filament (21a), and the continuous filament (21a) is placed on the carrier (35).
(21b) Spin a group and let it fall naturally to form individual continuous filaments (21a) (2
The irregular loops are drawn in 1b) and accumulated on the carrier (35). Then, during the accumulation, the filaments (21a) (21a) are self-fused at the intersection, and while the accumulated filaments (21a) (21a) are not solidified, the sheet-like material (5
b) is supplied while being pressurized by the stepped roller (36) on the integrated filaments (21a) (21a), the reticulated mat (2) and the joining filaments formed by the filaments (21a) (21a) group. Adhesive to one side of part (3), then flip this molding over to the next stepped roller (3
7) to correct the position and then drop the waterproof agent (7) bentonite from the waterproof agent supply device (70) to form a mesh mat.
It is filled in the void of (2) and guided while controlling the position with the stepped roller (38) below the other spinneret (32), and the reticulated mat (2) and the joining linear part (3). The filaments (21b) and (21b) spun from the spinneret (32) are dropped onto the base to form the mesh base (4) and the filament portion (3) for joining, and
Similar to the above, while the filaments (21b) (21b) are not solidified, a sheet having a width dimension that extends outward by about 10 cm from the dimension between the joining filament portions (3) on both sides. Direct the strip (5a) toward the mesh base (2) and the joining wire (3), and
9) and the smoothing roller (40) while pressurizing and supplying the spinneret.
By bonding the sheet-like material (5a) to the upper surface of the reticulated base (2) and the bonding filament (3) by the adhesive force of the filaments (21b) and (21b) spun from (36). Ear (11) (1
It is possible to continuously obtain the water blocking material provided with 1).

【0022】図6および図7はシート状物(5b)および(5
a)の接着位置における概略断面図である。
FIGS. 6 and 7 show sheet-like materials (5b) and (5b).
It is a schematic sectional drawing in the adhesion position of a).

【0023】このようにして得られた止水材(1) を用
い、次のようにして人工池の止水を行った。まず現地盤
をショベル等で剥土して池を堀り、剥土した池底地盤を
タイヤローラー等で転圧整備して施工地盤(50)となした
のち、図8に略示しているようにその上に最初の長尺の
止水材(1-1) を敷設し、その止水材(1-1) の端縁部と耳
部(11)の上に止水剤(7A)を散布し、次の止水材(1-2)
を、その耳部(11)を先の止水材(1-1) の端縁部の止水剤
(7A)の上に重ね合わせて敷設し、このようにして次々に
止水材(1-3) …をそれぞれの端縁部に耳部(11)を止水剤
(7A)を介して重ね合わせ、池の底部に止水材(1-1)(1-2)
(1-3) ……による止水層を形成したのち土を被せて厚さ
約30cmの覆土層(51)を形成し、しかるのちこの覆土層
(51)の上を再びタイヤローラーでもって転圧した。そし
てこの転圧作業後覆土層の一部を掘り起こして止水層を
点検したところ止水層には全く異常は認められなかっ
た。掘り起こした覆土層(51)を修復したのち池を満水状
態になしたが、漏水による減水現象はみられなかった。
Using the water blocking material (1) thus obtained, water blocking of the artificial pond was performed as follows. First, the local ground is stripped with a shovel or the like to dig a pond, and the stripped ground of the pond bottom is compacted with a tire roller or the like to form a construction ground (50). Lay the first long waterproofing material (1-1) on top of it, and place the waterproofing agent (7A) on the edges and ears (11) of the waterproofing material (1-1). After spraying, the next waterproofing material (1-2)
The ear end (11) of the water stop material (1-1) at the edge of the water stop agent.
(7A) is laid on top of each other, and in this way, the water-stopping material (1-3) ... is attached to each edge and the ear (11) is attached to the water-stopping agent.
Overlay via (7A), waterproofing material (1-1) (1-2) at the bottom of the pond
(1-3) After forming a water stop layer according to ……, cover with soil to form a soil cover layer (51) with a thickness of about 30 cm, and then cover this soil layer.
Rolled on (51) again with tire rollers. After the rolling operation, a part of the soil cover layer was dug up and the waterproof layer was inspected. No abnormalities were found in the waterproof layer. After the dug up soil cover layer (51) was restored, the pond was filled with water, but no water reduction due to water leakage was observed.

【0024】なお上記止水層の形成に際しては、図9に
示しているように隣接する止水材(11)(1) ……を表裏交
互に敷設して耳部(11)(11)を重ね合わせ、その重ね合わ
せ部に止水剤(7A)を散布充填しても所望の止水層を形成
することができる。
When forming the water blocking layer, as shown in FIG. 9, the adjacent water blocking materials (11) (1) .. A desired water-stop layer can be formed even by overlapping and filling the overlapped portion with the water-stopping agent (7A).

【0025】[0025]

【発明の効果】本発明の止水材(1) は、直径0.5〜
1.5mmの多数の合成重合体連続線条に(21a)(21b)より
形成された空隙率の大きい嵩高な立体網状マット(2) の
表裏に通水性のシート状物(5a)(5b)が貼り合わされ、そ
の網状マット(2) の空隙内に止水剤(7) が充填、封止さ
れて表裏のシート状物(5a)(5b)が両端部分において接着
され、さらに少なくとも表裏一方のシート状物が上記両
端封止接合部(6)(6)から外側に延出された接合用の耳部
(11)(11)が設けられているから、止水剤(7) は網状マッ
ト(2) の空隙内において層状に充填、封止され、その止
水層全体が網状マット(2) の空隙の枠の中に拘束された
状態となり、止水剤の偏重がなく、止水剤(7) が全面に
亙ってほぼ均等な厚さに保持し、吸水によって万全な止
水層を得ることができる。そのうえ両端部に耳部(11)(1
1)を有しているから上記したように隣接する止水材(1-
1)(1-2)……間の漏水阻止に役立つ。
The water-stopping material (1) of the present invention has a diameter of 0.5 to
Water-permeable sheet-like materials (5a) (5b) on the front and back of a bulky three-dimensional reticulated mat (2) with a large porosity formed from (21a) (21b) on a large number of synthetic polymer continuous filaments of 1.5 mm , The mesh mat (2) is filled with the waterproofing agent (7) in the voids and sealed, and the sheet-like objects (5a) (5b) on the front and back are adhered at both ends, and at least one on the front and back Ears for joining in which a sheet-like material is extended outward from the above-mentioned both-ends sealing joints (6) (6)
(11) Since (11) is provided, the waterproofing agent (7) is layered and filled in the voids of the reticulated mat (2), and the entire waterproof layer is the voids of the reticulated mat (2). The water-stopping agent is restrained in the frame, and the water-stopping agent (7) is kept almost even thickness over the entire surface, and a perfect water-stopping layer can be obtained by absorbing water. You can In addition, the ears (11) (1
Since it has 1), it has an adjacent waterproofing material (1-
1) (1-2) ... Helps prevent water leakage.

【0026】そして止水地盤を整地したのちその地盤(5
0)を締め固め、その上に、両縁に接合用耳部(11)(11)が
延出され内部に止水剤(7) が充填されている長尺帯状の
止水材(1-1) を敷設し、その止水材(1-1) の端縁部と耳
部(11)の上に止水剤(7A)を散布し、これと隣接敷設する
次の止水材(1-2) の耳部(11)と端縁とを散布した止水8
(7A)の上に順次重ね合わせて地盤上に止水材(1-1)(1-2)
……による止水層を形成し、しかるのち上記止水材層の
上に覆土層(51)を形成するという止水施工法によれば、
従来よりも少量の止水剤でもって全体的に厚さの均等な
止水層を能率良く形成することができ、熟練した作業者
でなくても的確な止水を施工することができるから施工
コストの低減を計ることができる。そして止水層形成後
は油圧ショベルやブルドーザーによって覆土しまたタイ
ヤーローラー等で転圧しても止水層の破壊や変形の憂い
がなく、シート状物(5a)(5b)により止水剤(7) の地盤へ
の逸泥を防止して長期間亘り安定した止水効果を持続
し、緩斜面はもとより急斜面の止水施工にも好都合とな
り、また止水軟弱地盤面における地盤沈下の防止効果も
発揮する。
After arranging the still water ground, the ground (5
(0) is compacted, and the ears (11) (11) for joining are extended on both edges, and the waterproofing agent (7) is filled inside the long strip-shaped waterproofing material (1-). 1) is laid, and the waterproofing agent (7A) is sprayed on the edges and ears (11) of the waterproofing material (1-1), and next waterproofing material (1 -Water stop 8 with the ears (11) and the edges of -2) sprinkled
Water-stopping material on the ground (1-1) (1-2)
According to the water-stopping construction method of forming a water-stop layer according to ......, and then forming the soil cover layer (51) on the water-stop material layer,
Construction can be performed with a smaller amount of waterproofing agent than in the past, so that a waterproofing layer with a uniform thickness can be efficiently formed, and even an unskilled operator can perform accurate waterproofing. The cost can be reduced. After formation of the water blocking layer, the water blocking layer is covered with a hydraulic excavator or bulldozer, and there is no fear of destruction or deformation of the water blocking layer even if it is compressed by a tire roller, etc. ) To the ground to maintain a stable water stopping effect for a long period of time, which is convenient for water stopping construction on steep slopes as well as gentle slopes, and it also has the effect of preventing ground subsidence on soft water-stopping ground surfaces. Demonstrate.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明の止水材の一部破断斜視図である。FIG. 1 is a partially cutaway perspective view of a water blocking material of the present invention.

【図2】本発明の止水材の幅方向の断面図である。FIG. 2 is a cross-sectional view in the width direction of the water blocking material of the present invention.

【図3】止水材の製造方法を例示した簡略側面図であ
る。
FIG. 3 is a simplified side view illustrating the method for manufacturing the water blocking material.

【図4】搬送体の表面を示す部分斜視図である。FIG. 4 is a partial perspective view showing a surface of a carrier.

【図5】紡糸口金の紡糸孔を示した一部省略底面図であ
る。
FIG. 5 is a partially omitted bottom view showing a spinning hole of a spinneret.

【図6】網状マットとシート状物との接着位置の断面図
である。
FIG. 6 is a cross-sectional view of a bonding position between a mesh mat and a sheet material.

【図7】網状ベースとシート状物との接着位置の断面図
である。
FIG. 7 is a cross-sectional view of a bonding position between a mesh base and a sheet-like material.

【図8】本発明の止水施工法の説明図である。FIG. 8 is an explanatory diagram of a waterproof construction method of the present invention.

【図9】止水施工法の他の例を示す断面図である。FIG. 9 is a cross-sectional view showing another example of the waterproof construction method.

【符号の説明】[Explanation of symbols]

1 止水材 2 網状マット 3 接合用線条部 4 網状ベース 5a シート状物 5b シート状物 6 封止接合部 7 止水剤 8 接着 9 接着 11 耳部 21a 連続線条 21b 連続線条 50 地盤 51 覆土層 1 water stop material 2 mesh mat 3 Line part for joining 4 reticulated base 5a sheet 5b sheet 6 Sealed joint 7 Waterstop 8 Adhesion 9 Adhesion 11 ears 21a Continuous line 21b Continuous line 50 ground 51 soil cover layer

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 直径0.5〜1.5mmの多数の合成重合
体連続線条により形成された空隙率の大きい嵩高な立体
網状マットの表裏に通水性のシート状物が貼り合わさ
れ、その網状マットの空隙内に止水剤が充填、封止され
て表裏のシート状物が両端部分において接着され、さら
に少なくとも表裏一方のシート状部が上記両端封止接合
部から外側に延出された接合用の耳部が設けられている
ことを特徴とする止水材。
1. A water-permeable sheet-like material is attached to the front and back of a bulky solid reticulated mat having a large porosity, which is formed by a large number of synthetic polymer continuous filaments having a diameter of 0.5 to 1.5 mm. Bonding in which the waterproof material is filled and sealed in the voids of the mat and the front and back sheet-like materials are adhered at both end portions, and at least one of the front and back sheet-like portions is extended outward from the both-end sealing joint portion. Water-stopping material having ear parts for use.
【請求項2】 止水地盤を整地したのちその地盤を締め
固め、その上に、両縁に接合用耳部が延出され内部に止
水剤が充填されている長尺帯状の止水材を敷設し、その
止水材の端縁部と耳部の上に止水剤を散布し、これと隣
接敷設する次の止水材の耳部と端縁とを散布した止水剤
の上に順次重ね合わせて接合して地盤上に止水材による
止水層を形成し、しかるのち上記止水層の上に覆土層を
形成することを特徴とする止水施工法。
2. A long strip waterproofing material in which the waterproofing soil is leveled and then the soil is compacted, and the joining ears are extended on both edges thereof and the waterproofing agent is filled therein. A waterproofing agent on the edge of the waterproofing material and on the ears, and on the waterproofing agent sprayed on the ears and edges of the next waterproofing material to be laid next to this The method for waterproofing is characterized in that a waterproof layer made of a waterproof material is formed on the ground by sequentially superimposing and joining to the above, and then a soil covering layer is formed on the waterproof layer.
【請求項3】 止水剤が有機ポリマー、無機質材の単独
もしくは混合物の微粉体または粘性体であることを特徴
とする請求項1記載の止水材。
3. The water-stopping material according to claim 1, wherein the water-stopping agent is a fine powder or a viscous material of an organic polymer, an inorganic material alone or in a mixture.
JP3177577A 1991-06-21 1991-06-21 Water stopping material and water stopping method Pending JPH051408A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3177577A JPH051408A (en) 1991-06-21 1991-06-21 Water stopping material and water stopping method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3177577A JPH051408A (en) 1991-06-21 1991-06-21 Water stopping material and water stopping method

Publications (1)

Publication Number Publication Date
JPH051408A true JPH051408A (en) 1993-01-08

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
JP3177577A Pending JPH051408A (en) 1991-06-21 1991-06-21 Water stopping material and water stopping method

Country Status (1)

Country Link
JP (1) JPH051408A (en)

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06218347A (en) * 1993-01-26 1994-08-09 Ohbayashi Corp Water shielding sheet
JPH06218345A (en) * 1993-01-22 1994-08-09 Ohbayashi Corp Water shielding sheet structure
JPH06218346A (en) * 1993-01-22 1994-08-09 Ohbayashi Corp Protecting structure of water shielding sheet
JPH07145612A (en) * 1993-11-24 1995-06-06 Toray Ind Inc Cut-off method in civil work
JPH07214026A (en) * 1994-01-28 1995-08-15 Mitsuboshi Belting Ltd Detecting and recovering body used for detecting and recovering water leak and water leak detecting and recovering method
JPH07284746A (en) * 1994-04-20 1995-10-31 Tatsuo Kobayashi Substrate material structure of waterproof sheet
JPH0847636A (en) * 1994-08-04 1996-02-20 Mitsubishi Materials Corp Water stop material for waste containing water
JPH10202774A (en) * 1997-01-21 1998-08-04 Daiwabo Co Ltd Laminated water-impervious sheet
JPH11128869A (en) * 1998-08-21 1999-05-18 Toray Ind Inc Waste disposal plant
JPH11148124A (en) * 1998-08-21 1999-06-02 Toray Ind Inc Water sealing sheet
JP2005068904A (en) * 2003-08-27 2005-03-17 Aren:Kk Labor-saving track constructing sheet and construction method
JP2007016529A (en) * 2005-07-08 2007-01-25 Tanaka:Kk Water absorption type waterproofing mat
JP2018178610A (en) * 2017-04-18 2018-11-15 クリアーシステム株式会社 Hydraulically hardened mat and manufacturing method of the same

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06218345A (en) * 1993-01-22 1994-08-09 Ohbayashi Corp Water shielding sheet structure
JPH06218346A (en) * 1993-01-22 1994-08-09 Ohbayashi Corp Protecting structure of water shielding sheet
JPH06218347A (en) * 1993-01-26 1994-08-09 Ohbayashi Corp Water shielding sheet
JPH07145612A (en) * 1993-11-24 1995-06-06 Toray Ind Inc Cut-off method in civil work
JPH07214026A (en) * 1994-01-28 1995-08-15 Mitsuboshi Belting Ltd Detecting and recovering body used for detecting and recovering water leak and water leak detecting and recovering method
JPH07284746A (en) * 1994-04-20 1995-10-31 Tatsuo Kobayashi Substrate material structure of waterproof sheet
JPH0847636A (en) * 1994-08-04 1996-02-20 Mitsubishi Materials Corp Water stop material for waste containing water
JPH10202774A (en) * 1997-01-21 1998-08-04 Daiwabo Co Ltd Laminated water-impervious sheet
JPH11128869A (en) * 1998-08-21 1999-05-18 Toray Ind Inc Waste disposal plant
JPH11148124A (en) * 1998-08-21 1999-06-02 Toray Ind Inc Water sealing sheet
JP2005068904A (en) * 2003-08-27 2005-03-17 Aren:Kk Labor-saving track constructing sheet and construction method
JP2007016529A (en) * 2005-07-08 2007-01-25 Tanaka:Kk Water absorption type waterproofing mat
JP2018178610A (en) * 2017-04-18 2018-11-15 クリアーシステム株式会社 Hydraulically hardened mat and manufacturing method of the same

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